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๐Ÿ”จ World Construction Engineering
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๐Ÿ‘‰Pile Testing

๐Ÿ’ซA. Pile load tests shall be conducted to provide data regarding the load-deformation characteristics of the pile up to failure or ultimate load, and to determine or establish the safe design pile capacity.

๐Ÿ’ซB. The head of the test pile shall be brought to the required level and provided with a pile cap having a level and plane surface with adequate space for proper seating of the jack and dial gauges.

๐ŸšงTypes of Pile Load Tests

โบa. Static Axial Compressive Load Test
โบb. Static Axial Tension Load Test
โบc. Lateral Load Test
โบd. High-Strain Dynamic Testing of Piles
โบe. Low-Strain Sonic Integrity Testing on Working Piles

โญ๏ธMagnitude of Test Loads on Piles

โบA. Test piles shall be tested up to failure or 250% of the working load, whichever occurs first.
โบB. Working piles identified for testing shall be tested up to failure or 150% of the working load, whichever occurs first.

โ‡๏ธStandards for Pile Load Testing

โบStatic Axial Compressive Load Test โ†’ To be carried out in accordance with ASTM D1143.
โบStatic Axial Tension Load Test (Pull-Out Test) โ†’ To be conducted in accordance with ASTM D3689.
โบLateral Pile Load Test โ†’ To be performed as per ASTM D3966 and BS EN 1997.

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โค3๐Ÿ‘2
แ‹จแŒแ‹ดแˆซแˆ แ‰คแ‰ถแ‰ฝ แŠฎแˆญแ–แˆฌแˆฝแŠ• แ‹“แˆ˜แ‰ณแ‹Š แŒˆแ‰ข แŠจ9.3 แ‰ขแˆŠแ‹ฎแŠ• แ‰ฅแˆญ แ‰ แˆ‹แ‹ญ แ‰ฐแˆปแŒˆแˆจ

แ‹จแŒแ‹ดแˆซแˆ แ‰คแ‰ถแ‰ฝ แŠฎแˆญแ–แˆฌแˆฝแŠ• แˆˆแˆแˆˆแ‰ต แ‰€แŠ“แ‰ต แˆฒแ‹ซแŠซแˆ‚แ‹ต แ‹จแАแ‰ แˆจแ‹แŠ• แ‹จ2017 แ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ต แ‹จแˆ›แŒ แ‰ƒแˆˆแ‹ซ แŒแˆแŒˆแˆ› แ‹จ2018 แ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ตแŠ• แŠฅแ‰…แ‹ตแŠ“ แ‹จแŠ แˆแŒปแŒธแˆ แŠ แ‰…แŒฃแŒซ แ‰ แˆ›แˆตแ‰€แˆ˜แŒฅ แŠ แŒ แŠ“แ‰‹แˆแกแก

แ‰ แŠฎแˆญแ–แˆฌแˆฝแŠ‘ แ‹‹แŠ“ แˆฅแˆซ แŠ แˆตแˆแŒปแˆš แŠญแ‰กแˆญ แŠ แ‰ถ แˆจแˆปแ‹ต แŠจแˆ›แˆ แ‰ แ‰ฐแˆ˜แˆซแ‹ แ‰ แ‹šแˆ… แ‹จแˆ›แŒ แ‰ƒแˆˆแ‹ซ แŒแˆแŒˆแˆ›  แ‰ฐแ‰‹แˆ›แ‹Š แˆชแŽแˆญแˆ™ แŠจแŠ แŒˆแˆซแ‹Š แˆชแŽแˆญแˆ™ แŠฅแŠฉแˆ แŒแˆˆแ‰ฑแŠ• แŒ แ‰ฅแ‰† แŠฅแŠ•แ‹ฒแŒ“แ‹ แ‰ แˆ›แˆตแ‰ปแˆ แˆจแŒˆแ‹ต แŠฅแ‹จแ‰ฐแŠจแŠ“แ‹ˆแŠ‘ แ‹ซแˆ‰ แˆฅแˆซแ‹Žแ‰ฝ  แˆตแŠฌแ‰ณแˆ› แˆ˜แˆ†แŠ“แ‰ธแ‹แŠ• แ‹ซแˆจแŒ‹แŒˆแŒก แ‹แŒคแ‰ถแ‰ฝ แ‰ แˆแˆ‰แˆ แˆ˜แˆตแŠญ แˆ˜แŒˆแŠ˜แ‰ณแ‰ธแ‹ แ‰ฐแŒˆแˆแŒแˆŸแˆแกแก

แŠฎแˆญแ–แˆฌแˆฝแŠ‘ แ‹ซแŒˆแŠ˜แ‹ แŠจ9.3 แ‰ขแˆŠแ‹ฎแŠ• แ‰ฅแˆญ แ‰ แˆ‹แ‹ญ แŒˆแ‰ข แ‰ฐแ‰‹แˆ›แ‹Š แˆชแŽแˆญแˆ™ แˆฒแŒ€แˆ˜แˆญ แŠจแАแ‰ แˆจแ‰ แ‰ต แ‰ฐแˆ˜แˆณแˆณแ‹ญ แ‹ˆแ‰…แ‰ต แ‹จ2010 แ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ต (300 แˆšแˆŠแ‹ฎแŠ• แ‰ฅแˆญ) แŒ‹แˆญ แˆฒแАแŒปแŒธแˆญ แŠจ30 แŒŠแ‹œ แ‰ แˆ‹แ‹ญ แŠฅแŒฅแ แ‹จแŒˆแ‰ข แ‹•แ‹ตแŒˆแ‰ต แ‰ฐแˆ˜แ‹แŒแ‰งแˆแกแก

แˆˆแŒˆแ‰ข แŠฅแ‹ตแŒˆแ‰ฑแฆ แ‹จแŒˆแ‰ข แˆ›แŒแŠ› แˆ˜แˆฐแˆจแ‰ฑแŠ“ แ‹“แ‹ญแАแ‰ฑ แ‰ แˆ˜แˆตแ‹แ‰ฑแฃ  แŠจแŠ แˆ›แŠซแˆชแАแ‰ต แŠฅแŠ“ แŠจแ‰ฐแ‰‹แˆซแŒญแАแ‰ต แ‹จแ‰ฐแŒˆแŠ˜แ‹ แ‰ แŠจแแ‰ฐแŠ› แˆแŠ”แ‰ณ แ‹•แ‹ตแŒˆแ‰ต แ‰ แˆ›แˆณแ‹จแ‰ฑ แˆ˜แˆ†แŠ‘ แ‰ฐแŒ แ‰แˆŸแˆแกแก 
แ‰ แ‹ฐแŠ•แ‰ แŠžแ‰ฝ แˆ™แˆ‰ แ‰ แˆ™แˆ‰ แ‹ˆแŒช แ‰ แˆญแŠซแ‰ณ แˆฑแ‰†แ‰ฝ แ‰ แˆ˜แŒˆแŠ•แ‰ฃแ‰ณแ‰ธแ‹ แŠจแแ‰ฐแŠ› แŒˆแ‰ข แŠจแˆ›แˆตแŒˆแŠ˜แ‰ณแ‰ธแ‹ แ‰ฃแˆปแŒˆแˆญ แŠฎแˆญแ–แˆฌแˆฝแŠ‘ แŠจ4.5 แ‰ขแˆŠแ‹จแŠ• แ‰ฅแˆญ แ‰ แˆ‹แ‹ญ แ‰ฐแŒจแˆ›แˆช แˆ€แ‰ฅแ‰ต แˆ˜แแŒ แˆญ แ‰ฐแ‰ฝแˆแˆแกแก

แ‰ แ‰ฐแ‹ซแ‹˜แ‹ แ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ต แ‹จแ‰ฐแŒˆแŠ˜แ‹ แŠ•แŒนแˆ… แ‹จแŠฆแ‹ฒแ‰ต แŠ แˆตแ‰ฐแ‹ซแ‹จแ‰ตแฃ แ‰ แˆฅแˆซ แˆ‹แ‹ญ แŠซแˆˆแ‹ แ‹จแŠ แˆแˆ™แŠ’แ‹จแˆ แŽแˆญแˆแ‹ˆแˆญแŠญ แ‰ดแŠญแŠ–แˆŽแŒ‚ แ‰ แ‰ฐแŒจแˆ›แˆช แ‹จ3แ‹ฒ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ•แˆชแŠ•แ‰ต แ‰ดแŠญแŠ–แˆŽแŒ‚ แŠฅแŠ“ แ‹จแ•แˆชแŠซแˆตแ‰ต แ‰ดแŠญแŠ–แˆŽแŒ‚แŠ• แ‹ˆแ‹ฐ แˆ€แŒˆแˆญ แˆˆแˆ›แˆตแŒˆแ‰ฃแ‰ตแŠ“ แˆˆแˆ›แˆ‹แˆ˜แ‹ต แ‰ แ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ฑ แ‹จแ‰ฐแŠจแŠ“แ‹ˆแŠ‘ แ‹จแ‰…แ‹ตแˆ˜ แ‹แŒแŒ…แ‰ต แˆฅแˆซแ‹Žแ‰ฝ แˆ˜แŒ แŠ“แ‰€แ‰ƒแ‰ธแ‹แˆ แ‰ฐแŒˆแˆแŒฟแˆแกแก

แ‹˜แˆ˜แŠ“แ‹Š แŠ แ“แˆญแ‰ตแˆ˜แŠ•แ‰ต แˆ•แŠ•แŒปแ‹Žแ‰ฝแŠ• แ‹ˆแ‹ฐ แˆฅแˆซ แˆ›แˆตแŒˆแ‰ฃแ‰ต แˆ˜แ‰ปแˆ‰แŠ“ แŒแ‹™แ‰แŠ• แ‹จแŒแ‰ฅแ‹“แ‰ต แˆ›แˆแˆจแ‰ป แˆ›แ‹•แŠจแˆ แŠ แŒ แŠ“แ‰† แ‰ แŠ แŒญแˆญ แŒŠแ‹œ แ‹ˆแ‹ฐ แˆแˆญแ‰ต แˆฅแˆซ แˆ›แˆตแŒˆแ‰ฃแ‰ต แˆ˜แ‰ปแˆ‰แŠ“ แŠ แˆแŠ• แˆ‹แ‹ญ แ‰ แˆ™แˆ‰ แŠ แ‰…แˆ™ แ‹ˆแ‹ฐ แˆแˆญแ‰ต แŠฅแŠ•แ‹ฒแŒˆแ‰ฃ แˆˆแˆ›แˆตแ‰ปแˆ แŠฅแ‹จแ‰ฐแˆฐแˆฉ แ‹ซแˆ‰แ‰ต แˆฅแˆซแ‹Žแ‰ฝ แ‹แŒคแ‰ณแˆ› แˆ˜แˆ†แŠ“แ‰ธแ‹แˆ แ‰ฐแŒ แ‰แˆŸแˆแกแก
โค11๐Ÿ‘2
๐Ÿ‘‰แŠ แˆตแ‹ฐแˆณแ‰ฝ แ‹œแŠ“ แˆˆแ‹šแˆ… แ‰ปแŠ“แˆ แ‰คแ‰ฐแˆฐแ‰ฆแ‰ฝ

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๐Ÿ”ฅ แ‹ญแˆ… แˆตแˆแŒ แŠ“ แˆแŠ• แˆแŠ• แ‰ตแˆแˆ…แˆญแ‰ถแ‰ฝแŠ• แ‹ซแŠซแ‰ตแ‰ณแˆ?
๐Ÿ’ซTakeoff sheet
๐Ÿ’ซBill of Quantity(BOQ)
๐Ÿ’ซPayment Certificate

๐Ÿทแ‰ แ‹˜แˆญแ‰ แ‰ฅแ‹™ แŠ แˆ˜แ‰ณแ‰ตแŠ• แ‰ฃแˆตแ‰†แŒ แˆฉ แˆ˜แˆแˆ…แˆซแŠ• แˆตแˆแŒ แŠ“แ‹แŠ• แˆˆแˆ˜แˆตแŒ แ‰ต แ‹แŒแŒ…แ‰ถแ‰ปแ‰ฝแŠ•แŠ• แŒจแˆญแˆฐแŠ• แŠฅแˆญแˆถแŠ• แ‰ แˆ˜แŒ แ‰ฃแ‰ แ‰… แˆ‹แ‹ญ แŠฅแŠ•แŒˆแŠ›แˆแŠ• แˆตแˆˆแ‹šแˆ… แ‹›แˆฌ แАแŒˆ แˆณแ‹ญแˆ‰ แˆแŒฅแŠ•แ‹ แ‰ แˆ˜แˆ˜แ‹แŒˆแ‰ฅ แŠฅแˆซแˆถแ‹Žแ‰ตแŠ• แ‰ แ‰ตแˆแˆ…แˆญแ‰ต แŠ แ‹ณแ‰ฅแˆจแ‹ แ‰ แ‰€แˆ‹แˆ‰ แ‹ˆแ‹ฐ แˆตแˆซแ‹ แŠฅแŠ•แ‹ฒแ‰€แˆ‹แ‰€แˆ‰ แŠ แŠ•แˆญแ‹ณแ‹Žแ‰ต แŠฅแŠ•แˆ‹แˆˆแŠ•แข

๐Ÿ“แ‰ณแ‹ฒแ‹ซ แˆแŠ• แ‹ญแŒ แ‰ฅแ‰ƒแˆ‰ แ‹ซแˆˆแŠ• แ‰ฆแ‰ณ แ‹แˆตแŠ• แ‰ แˆ˜แˆ†แŠ‘ แ‰€แ‹ตแˆ˜แ‹ แ‰ฆแ‰ณ แ‰ แˆ˜แ‹ซแ‹ แ‹ญแˆ˜แ‹แŒˆแ‰ก                       

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@etconp
๐Ÿ‘12๐Ÿ™4โค2
๐Ÿ‘‰Microsoft Project Vs Primavera P6

๐Ÿ’ซIn construction scheduling, two names stand out Microsoft Project and Primavera P6.

๐ŸŽฒBoth are powerful, but they serve different needs on site and in the office.

๐ŸŒŸComplexity

โบMS Project is simpler and faster to learn.

โบP6 is more advanced, built for complex, multi-phase projects.

๐ŸŒŸProject Scale:

โบMS Project suits small to mid-sized jobs (residential, small commercial).

โบPrimavera P6 handles massive infrastructure and multi-site programs.

๐ŸŒŸResource & Cost Control

โบP6 Supports detailed cost codes, resource curves, and EVM.

โบMS Project is basicโ€”enough for simple tracking, but not for deep analysis.

๐ŸŒŸMulti-Project Management

โบP6 manages large portfolios with EPS/WBS structures.

โบMS Project is limited without add-ons.

๐ŸŒŸCollaboration

โบMS Project syncs well with Office 365 and Teams.

โบP6 supports enterprise-level access, roles, and permissions.

๐ŸšงFor handling complex

โบconstruction projects, which tool do you find most reliableโ€”MS Project or Primavera P6?

๐Ÿ“ฉWrite Your Opinion On Coment Box ๐Ÿ‘‡

@etconp
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๐Ÿ‘‰แ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แˆ…แƒแŠ“แ‰ตแŠ“ แ‹ˆแŒฃแ‰ถแ‰ฝ แ‰ดแŠ แ‰ตแˆญ แ•แˆฎแŒ€แŠญแ‰ต

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๐Ÿ“แแˆ‹แˆšแŠ•แŒŽ

โญ๏ธแ‰ แ‰ฆแˆŒ แˆ˜แŠ•แŒˆแ‹ต แแˆ‹แˆšแŠ•แŒŽ แŠฅแ‹จแ‰ฐแ‰ฃแˆˆ แ‰ แˆšแŒ แˆซแ‹ แŠ แŠซแ‰ฃแ‰ข แ‰ แ‹‹แАแŠแАแ‰ต 1 แ‰ดแŠ แ‰ตแˆญ แŠฅแŠ“ 2 แ‹˜แˆ˜แŠ“แ‹Š แˆฒแŠ’แˆ›แ‹Žแ‰ฝ แŠฅแŠ•แ‹ฒแŠ–แˆฉแ‰ต แ‰ฐแ‹ฐแˆญแŒŽ แŠฅแ‹จแ‰ฐแŒˆแАแ‰ฃ แ‹จแˆšแŒˆแŠ˜แ‹ แ‰ฃแˆˆ 13 แ‹ˆแˆˆแˆ‰ แ‹จแˆ…แƒแŠ“แ‰ตแŠ“ แ‹ˆแŒฃแ‰ถแ‰ฝ แ‰ดแŠ แ‰ตแˆญ (B+G+11) แˆ•แŠ•แƒ แŠ แˆแŠ• แˆ‹แ‹ญ แ‹จแˆ›แŒ แŠ“แ‰€แ‰‚แ‹ซ แˆตแˆซแ‹Žแ‰ฝ แŠฅแ‹จแ‰ฐแŠจแŠ“แ‹ˆแŠ‘แˆˆแ‰ต แ‹ญแŒˆแŠ›แˆแข

๐Ÿ’ซแ‰ แˆ…แŠ•แƒแ‹ แˆ‹แ‹ญ แ‰ แˆšแŒˆแŠ˜แ‹แŠ“ 1,200 แ‹จแ‰ฐแˆ˜แˆแŠซแ‰ฝ แ‹ˆแŠ•แ‰ แˆฎแ‰ฝ แ‰ แ‰ฐแŒˆแŒ แˆ™แˆˆแ‰ต แ‰ แ‹‹แŠ“แ‹ แ‰ดแŠ แ‰ตแˆญ แ‹แˆตแŒฅ แ‰ แŠญแ‹‹แŠ” แ‹ˆแ‰…แ‰ต แ‰ แˆชแˆžแ‰ต แŠฎแŠ•แ‰ตแˆฎแˆ แ‰ แˆ˜แ‰ณแ‹˜แ‹ แ‹ˆแ‹ฐแ‰ฐแˆแˆˆแŒˆแ‹ แŠ แ‰…แŒฃแŒซ แ‹จแˆšแŠ•แ‰€แˆณแ‰€แˆต แˆ€แ‹ญแ‹ตแˆฎแˆŠแŠญ แˆ˜แ‹ตแˆจแŠญ แฃ แ‹จแŒ€แˆญแ‰ฃ แˆแˆตแˆŽแ‰ฝ แŠฅแŠ“ แˆ˜แŒ‹แˆจแŒƒแ‹Žแ‰ฝแŠ• แŠฅแŠ•แ‹ฐแ‹จ แŠ แˆตแˆแˆ‹แŒŠแАแ‰ฑ แˆ˜แ‰€แ‹ซแ‹จแˆญ แ‹จแˆšแ‹ซแˆตแ‰ฝแˆ แ‹ฒแŒ‚แ‰ณแˆ แ‹จแ‰แŒฅแŒฅแˆญ แˆตแˆญแ‹“แ‰ต แฃ แ‹•แŒ…แŒ‰แŠ• แ‹จแ‰ฐแˆซแ‰€แ‰ แ‹จแ‹ตแˆแ… แŠฅแŠ“ แ‹จแˆ˜แ‰ฅแˆซแ‰ต แˆตแˆญแ‹“แ‰ถแ‰ฝ แฃ แŠจแแ‰ฐแŠ› แ‹จแˆแˆตแˆ แŒฅแˆซแ‰ต แ‹ซแˆ‹แ‰ธแ‹ 3 แŒแ‹™แ แˆตแŠญแˆชแŠ–แ‰ฝ แŠฅแŠ•แ‹ฒแˆแˆ แ‹ซแˆˆ แ‹ˆแˆจแ‰€แ‰ต แ‹จแˆ˜แ‹ตแˆจแŠญ แŠ•แŒแŒแˆญ แˆ›แ‹ตแˆจแŒ แ‹จแˆšแ‹ซแˆตแ‰ฝแˆ แ‰ดแˆŒ แˆตแŠญแˆชแ•แ‰ต แ‰ดแŠญแŠ–แˆŽแŒ‚แ‹Žแ‰ฝ แ‰ฐแŒˆแŒฅแˆ˜แ‹แˆˆแ‰ณแˆแข

โ‡๏ธแŠจแ‹šแˆ… แ‰ แ‰ฐแŒจแˆ›แˆช แŠฅแ‹ซแŠ•แ‹ณแŠ•แ‹ณแ‰ธแ‹ 168 แŠฅแŠ“ 153 แ‹จแ‰ฐแˆ˜แˆแŠซแ‰ฝ แ‹ˆแŠ•แ‰ แˆฎแ‰ฝ แ‹ซแˆ‹แ‰ธแ‹แŠ“ แ‹“แˆˆแˆ-แ‹“แ‰€แ แ‹จแˆฒแŠ’แˆ› แ‹ฐแˆจแŒƒแŠ• แ‹จแ‰ฐแˆ‹แ‰ แˆฑ แ‹แˆฒแˆŠแ‰ฒแ‹Žแ‰ฝ แ‹จแ‰ฐแˆŸแˆ‰แˆ‹แ‰ธแ‹ 1 แ‹จแˆ•แƒแŠ“แ‰ต แŠฅแŠ•แ‹ฒแˆแˆ 1 แ‹จแ‹ˆแŒฃแ‰ถแ‰ฝ แˆฒแŠ’แˆ›แ‹Žแ‰ฝแŠ• แŒจแˆแˆฎ แŠฅแ‹ซแŠ•แ‹ณแŠ•แ‹ณแ‰ธแ‹ 350 แฃ 200 แŠฅแŠ“ 180 แˆฐแ‹Žแ‰ฝแŠ• แ‰ แˆ˜แ‹ซแ‹ แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แˆแАแ‰ถแ‰ฝแŠ• แ‰ แ‰ฅแ‰ƒแ‰ต แ‹จแˆ›แˆตแ‰ฐแŠ“แŒˆแ‹ต แ‹“แ‰…แˆ แ‹ซแˆ‹แ‰ธแ‹ 3 แˆแˆˆแŒˆแ‰ฅ แŠ แ‹ณแˆซแˆพแ‰ฝ แฃ แ‹จแˆ˜แŒซแ‹ˆแ‰ปแŠ“ แ‹จแˆตแ–แˆญแ‰ต แˆตแแˆซแ‹Žแ‰ฝ แ‰ฐแ‹˜แŒ‹แŒ…แ‰ฐแ‹‹แˆแข

Via  แ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‹ฒแ‹›แ‹ญแŠ•แŠ“ แŒแŠ•แ‰ฃแ‰ณ แˆตแˆซแ‹Žแ‰ฝ แ‰ขแˆฎ

@etconp
โค11๐Ÿ‘4
๐Ÿ‘‰Types of Structures in Construction

๐ŸšงEvery structure in construction whether itโ€™s a bridge, roof, wall, or slab has one main purpose, to carry loads safely.

๐ŸŽฒBut what many overlook is that each structure carries these loads differently, depending on the type of internal stress itโ€™s built to resist.

๐Ÿ’ซTension Structures

โบThese are structures that mainly carry load by being stretched.

โบThe members of tension structure are subjected to pure tension under the action of external loads.

โบUnder this category Suspension bridges, cable roofs, and tents are included.

โบThey are lightweight and need strong anchor points.

๐Ÿ’ซCompression Structures

โบThese are made to carry loads by being compressed.

โ–ถ๏ธThink of a concrete column or an arch  the weight pushes down, and the structure holds firm.
But if theyโ€™re too slender, they can buckle or fail.

๐Ÿ’ซTrusses

โบTrusses are composed of straight members connected at their ends by hinged connections to form a stable configuration.

โบWhen the loads are applied to a truss only at joints, its members either elongate or shorten.

๐Ÿ’ซShear Structures

โบShear structures (mostly reinforced concrete shear walls) are used in multistory buildings to reduce lateral movements due to wind loads and earthquake excitations.

โบThey develop mainly in-plane shear, with relatively small bending stresses under the action of external loads.

๐Ÿ’ซBending Structures

โบThey develop mainly bending stresses under the action of external loads.

โบIn some cases the shear stresses associated with the changes in bending moments may also be significant and should be considered in their designs.
Some of the most commonly used structures include, beams, rigid frames, slabs and plates.

โบKnowing the type of structure helps us choose the right material, right size, right connection detail and design safe buildings.


@etconp
โค15
๐Ÿ‘‰Difference Between CONSTRUCTION Joints and EXPANSION Joints

๐Ÿ”ฐExpansion joints and construction joints are two types of joints used in concrete construction, but they serve different purposes and have distinct characteristics.
‎
๐ŸทEXPANSION JOINT

โญ๏ธ‎1. PURPOSE : Accommodate thermal expansion and contraction of concrete due to temperature changes.
‎
โญ๏ธ‎2. LOCATION : Typically placed at regular intervals (e.g., 15-20 meters) in long, straight sections of concrete, such as roads, runways,walls, or building floors.
‎
โญ๏ธ‎3. DESIGN/ORIENTATION : Usually consists of a gap (e.g., 10-20 mm) filled with a flexible sealan.
‎
โญ๏ธ‎4. FUNCTION : Allows the concrete to expand and contract without causing stress or damage to the surrounding structure.
‎
‎๐ŸทCONSTRUCTION JOINT

๐Ÿ’ซ‎1. PURPOSE : Separate concrete pours, allowing for construction to proceed in stages.
‎
๐Ÿ’ซ‎2. LOCATION/ORIENTATION : Typically placed at the end of a concrete pour, where the next pour will begin.
‎
๐Ÿ’ซ‎3. DESIGN : Usually consists of a keyed joint (e.g., a roughened surface) to ensure a strong bond between the two concrete pours.
‎
๐Ÿ’ซ‎4. FUNCTION : Allows for the construction process to be broken down into manageable sections, while maintaining the structural integrity of the concrete.

‎ @etconp
โค13๐Ÿ‘8๐Ÿ™1
๐Ÿ‘‰แŠ’แ‹ แ‹ฎแˆญแŠญแŠ• แ‹จแˆšแ‹ซแˆณแ‹ญ แ‹ฒแ‹›แ‹ญแŠ• แˆˆแˆ˜แŒˆแŠ•แ‰ฃแ‰ต 21 แ‹“แˆ˜แ‰ณแ‰ต แ‹จแˆแŒ€แ‰ แ‰ต แ‹ตแ‰ฅแ‰ แˆฐแ‹

แ‹จแŠ’แ‹ แ‹ฎแˆญแŠญ แŠจแ‰ฐแˆ›แŠ• แ‹จแˆšแ‹ซแˆณแ‹ญ แŠ แАแˆตแ‰ฐแŠ› แ‹ฒแ‹›แ‹ญแŠ• แˆˆแˆ˜แŒˆแŠ•แ‰ฃแ‰ต 21 แ‹“แˆ˜แ‰ณแ‰ตแŠ• แ‹จแˆแŒ€แ‰ แ‰ต แ‹ญแˆ… แˆฐแ‹แŠจแˆฐแˆžแŠ‘ แ‰ แˆ›แŠ…แ‰ แˆซแ‹Š แ‹ตแˆจ แŒˆแ… แˆ˜แАแŒ‹แŒˆแˆญแ‹ซ แˆ†แŠ—แˆแข

แˆˆแˆตแˆซแ‹ แŒฅแ‰ƒแ‰…แŠ• แŠฅแŠ“ แŠ แАแˆตแ‰ฐแŠ› แ‹จแŠฅแŠ•แŒจแ‰ต แŒแ‰ แ‹“แ‰ต แ‹จแ‰ฐแŒ แ‰€แˆ˜ แˆฒแˆ†แŠ• แ‰ แˆ›แˆณแ‹ซ แ‹แˆตแŒฅแŠ• แŠจ1 แˆšแˆŠแ‹ฎแŠ• แ‰ แˆ‹แ‹ญ แ‹จแˆšแˆ†แŠ‘ แ‹จแŠ’แ‹ แ‹ฎแˆญแŠญ แˆ…แŠ•แŒปแ‹Žแ‰ฝ แ‹จแ‰ฐแŠซแ‰ฐแ‰ฑแ‰ แ‰ต แ‹จแŠจแ‰ฐแˆ›แ‹‹แŠ• แ‰ตแŠญแŠญแˆˆแŠ› แŒˆแŒฝแ‰ณ แ‹จแˆšแ‹ซแˆณแ‹ญ แАแ‹แข

แ‹ญแˆ… แ‹จแŠจแ‰ฐแˆ›แ‹‹แŠ• แˆ›แˆณแ‹ซ แ‹ญแˆ†แŠ“แˆ แ‹จแ‰ฐแ‰ฃแˆˆแ‹ แ‹ฒแ‹›แ‹ญแŠ• 15 แˆœแ‰ตแˆญ แˆญแ‹แˆ˜แ‰ต แ‹ซแˆˆแ‹ แˆฒแˆ†แŠ• 9 แˆœแ‰ตแˆญ แˆตแ‹แ‰ต แŠ แˆˆแ‹แข 

แ‰ แ‹แˆตแŒก แŠจแˆฐแˆ›แ‹ญ แŒ แ‰€แˆต แˆ…แŠ•แƒแ‹Žแ‰ฝ แŠฅแˆตแŠจ แˆ˜แ‹ฐแ‰ แŠ› แ‹จแˆ˜แŠ–แˆญแ‹ซ แˆ…แŠ•แŒปแ‹Žแ‰ฝแŠ•แˆ แŠ แŠซแ‰ถ แ‹ญแ‹Ÿแˆแข

แ‹ญแˆ…แŠ•แŠ• แ‹จแˆฐแˆซแ‹ แ‰ฃแˆแˆžแ‹ซ แ‰ฅแ‹™แˆ แ‹จแˆ›แ‹ญแ‰ณแ‹ˆแ‰… แ‹จแАแ‰ แˆจ แ‰ขแˆ†แŠ•แˆ แˆตแˆซแ‹แŠ• แ‰ แˆ›แŠ…แ‰ แˆซแ‹Š แŒˆแ… แŠซแŒ‹แˆซ แ‰ แŠ‹แˆ‹ แ‰ แ‰ฅแ‹™แ‹Žแ‰ฝ แ‹˜แŠ•แ‹ต แˆ˜แАแŒ‹แŒˆแˆญแ‹ซ แˆ†แŠ– แŠจแ‰ฅแ‹™ แˆฐแ‹Žแ‰ฝ แ‹˜แŠ•แ‹ต แŠ แ‹ตแŠ“แ‰†แ‰ต แŠ แŒแŠแ‰ทแˆแข

Via EBC

@etconp
โค17๐Ÿ‘5
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๐Ÿ“Œแ•แˆŒแ‰ตแŠ“ แŒ„แ‰ฆแˆแ‰ต แ‰ แˆแˆˆแŒ‰แ‰ต แŠ แ‹ญแАแ‰ต แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แŠ แˆˆแŠ•

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โค8
๐Ÿ‘‰WHY FRESH CONCRETE CRACKS ON THE NEXT DAY AFTER POURING

๐Ÿ’ซThe Main reasons Behind Early Concrete Cracks

โœ…Plastic Shrinkage

โบFresh concrete is like wet clayโ€”if it dries too quickly, it shrinks and cracks. This is called plastic shrinkage cracking, and it happens when the surface loses moisture faster than the concrete can harden. Hot, windy, or dry weather speeds up evaporation, leaving behind spiderweb-like cracks or even deeper splits. 

โœ…Too Much Water in the Mix 

โบItโ€™s tempting to add extra water to make concrete easier to pour, but this is a major mistake. Excess water weakens the mix and increases shrinkage as it dries, leading to cracks. 

โœ…Poor Subgrade Preparation 

โบFor ground supported Concrete structures  as it needs a solid, well-compacted base. If the ground underneath is soft, uneven, or poorly drained, the concrete structure will settle and crack. 

โœ…Missing Control Joints 

โบConcrete will crackโ€”itโ€™s a fact. But without control joints, cracks appear randomly and can worsen over time. 

โœ…Pouring in Extreme Weather 

โบHot weather causes rapid drying and cracking. 
Cold weather can freeze the mix before it cures, leading to weak, crumbly concrete.

๐Ÿ’ซCracks allow water

โบpenetration, leading to rebar corrosion, concrete spalling, and reduced load capacity. In critical structures, small cracks can grow into major failures requiring expensive repairs.

โšก๏ธSo be cautious and ensure a proper curing, jointing, and mix design.

@etconp
โค12๐Ÿ‘4
๐Ÿ‘‰How BIM Enhances Construction Site Safety

๐Ÿ’ซBuilding Information Modeling (BIM) is transforming construction site safety by shifting from reactive responses to proactive prevention.

โœ…Proactive Hazard Identification

BIM enables the creation of detailed 3D models that simulate construction processes, allowing teams to identify and mitigate potential hazards before they occur on-site. This proactive approach reduces the likelihood of accidents and enhances overall safety planning.

โœ…Improved Communication and Coordination

By providing a centralized platform for all project stakeholders, BIM ensures that everyone has access to up-to-date information. This transparency fosters better communication, reduces misunderstandings, and ensures that safety protocols are consistently applied across the board.

โœ…Enhanced Training and Preparedness

BIM's visual simulations serve as effective training tools, allowing workers to familiarize themselves with the construction environment and potential risks in a virtual setting. This preparation leads to increased awareness and adherence to safety measures on the actual site.

โœ…Real-Time Monitoring and Risk Management

Integrating BIM with technologies like sensors and wearable devices facilitates real-time monitoring of site conditions and worker movements. This integration allows for immediate identification of safety breaches and swift corrective actions, thereby minimizing risks.

โœ…Cultivating a Safety-First Culture

The comprehensive data and insights provided by BIM encourage a culture that prioritizes safety. Continuous feedback loops and data analysis help in refining safety protocols and fostering an environment where safety is an integral part of the construction process.

By integrating BIM into construction projects, companies can significantly enhance site safety, reduce accidents, and promote a culture of proactive risk management.

In the context of our countries rapidly growing construction sector, As projects expand across the country, the need for safer, smarter, and more collaborative planning is urgent. So Implementing BIM can empower construction firms to foresee risks, enhance site coordination, and foster a culture of safety from the ground up.

What do you think? Itโ€™s time to move beyond traditional methods and embrace BIM as a powerful ally for a safer, more resilient construction industry in our country.

@etconp
โค10๐Ÿ‘4๐ŸŽ‰1
Ethio Construction Engineering
๐Ÿ‘‰แŠ แˆตแ‹ฐแˆณแ‰ฝ แ‹œแŠ“ แˆˆแ‹šแˆ… แ‰ปแŠ“แˆ แ‰คแ‰ฐแˆฐแ‰ฆแ‰ฝ ๐Ÿ’ซแ‹จ "Quantity Surveying" Full Course แŠฆแŠ•แˆ‹แ‹ญแŠ• แˆ‹แ‹ญ แ‰  แŠ แˆ›แˆญแŠ› แ‰‹แŠ•แ‰‹ แˆ˜แˆ›แˆญ แ‹จแˆแ‰ตแˆแˆแŒ‰ แ‰ฐแˆ›แˆชแ‹Žแ‰ฝ แŠฅแŠ“ แ‹จ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‰ฃแˆˆแˆžแ‹ซแ‹Žแ‰ฝ แŠฃแŠ•แ‹ฐแŠ› แ‹™แˆญ แ‰ แ‰ฐแˆ˜แŒฃแŒฃแŠ แ‹‹แŒ‹ แˆˆแŒฅแ‰‚แ‰ต แ‰ฐแˆ›แˆชแ‹Žแ‰ฝ แˆแ‹แŒˆแ‰ฃ แŒ€แˆแˆจแŠ“แˆ                 ๐Ÿ”ฅ แ‹ญแˆ… แˆตแˆแŒ แŠ“ แˆแŠ• แˆแŠ• แ‰ตแˆแˆ…แˆญแ‰ถแ‰ฝแŠ• แ‹ซแŠซแ‰ตแ‰ณแˆ? ๐Ÿ’ซTakeoff sheet ๐Ÿ’ซBill of Quantity(BOQ) ๐Ÿ’ซPayment Certificateโ€ฆ
๐Ÿทแˆแ‹แŒˆแ‰ฃ แŒจแˆญแˆฐแŠ“แˆ๐Ÿ™

๐Ÿ’ซแˆˆ "Quantity Surveying" Full Course แ‰  แŠฆแŠ•แˆ‹แ‹ญแŠ• แˆˆแˆ˜แˆ›แˆญ แ‹จแ‰ฐแˆ˜แ‹˜แŒˆแ‰ฃแ‰น แ‰  แˆ™แˆ‰ แ‹›แˆฌ แˆ›แ‰ณ แŠ แŠ•แ‹ต แˆฐแ‹“แ‰ต แŠญแˆ‹แˆต แ‹ญแŒ€แˆ˜แˆซแˆโค

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@etconp
โค8